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Waste Water Engineering

Waste Water Engineering
pH value of sludge during alkaline regression stage, is

Less than 6
Less than 7
More than 7
More than 6

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Waste Water Engineering
For sewer mains of 0.5 to 1 m diameter, the ratio of maximum daily sewage flow to the average daily sewage flow is assumed

1.5
2
3
2.5

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Waste Water Engineering
Sewer ventilating columns are generally placed at

Every change in the size of sewers
All listed here
Distances 150 m to 300 m
Upper ends of branch sewers

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Waste Water Engineering
For a grit chamber, if the recommended velocity of flow is 0.2 m/sec and detention period is 2 minutes, the length of the tank, is

30 m
16 m
24 m
20 m

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Waste Water Engineering
If a 2% solution of sewage sample is incubated for 5 days at 20°C and the dissolved oxygen depletion was found to be 8 mg/l. The BOD of the sewage is

100 mg/l
400 mg/l
300 mg/l
200 mg/l

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Waste Water Engineering
If is the diameter of upper circular portion, the overall depth of a standard egg shaped section, is

1.25 D
1.15 D
1.75 D
1.5 D

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